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INFLUENCE OF PARTICLES SHAPE, SIZE AND UNIFORMITY OF SANDS ON THE VOID RATIO RANGE AND CONSEQUENTLY ON THE DYNAMIC PENETRATION TESTS RESULTS

Michael Ghali, Mohamed Chekirad, Varvara Roubtsova, Mourad Karray ORCID logo

Dans les comptes rendus d’articles de la conférence: GeoQuébec 2015: 68th Canadian Geotechnical Conference & 7th Canadian Permafrost Conference

Session: Soil Mechanics III / Mécanique des sols III

Please include this code when submitting a data update: GEO2015_110

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Citer cet article:
Ghali, Michael, Chekirad, Mohamed, Roubtsova, Varvara, Karray, Mourad (2015) INFLUENCE OF PARTICLES SHAPE, SIZE AND UNIFORMITY OF SANDS ON THE VOID RATIO RANGE AND CONSEQUENTLY ON THE DYNAMIC PENETRATION TESTS RESULTS in GEO2015. Ottawa, Ontario: Canadian Geotechnical Society.

@inproceedings{Ghali_GEO2015_110, author = {{Ghali, Michael}, {Chekirad, Mohamed}, {Roubtsova, Varvara}, {Karray, Mourad}}
title = {INFLUENCE OF PARTICLES SHAPE, SIZE AND UNIFORMITY OF SANDS ON THE VOID RATIO RANGE AND CONSEQUENTLY ON THE DYNAMIC PENETRATION TESTS RESULTS}
booktitle = {Proceedings of the 68th Canadian Geotechnical Conference & 7th Canadian Permafrost Conference}
year = {2015}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }